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On "A proposed standard set of problems to test finite element accuracy" : the twisted beam
ID Zupan, Dejan (Author), ID Saje, Miran (Author)

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Abstract
The standard test problem of MacNeal and Harder (Finite Elem. Anal. Des. 1 (1985) 3) for the verification of spatial beam finite elements, i.e. the deflection of the initially twisted beam, is commented through the analysis of three variants of initially twisted beams: (i) a linearly twisted beam with a constant cross-section; (ii) a non-linearly twisted beam with a constant cross-section; and (iii) a non-linearly twisted beam with variable cross-sections. Our numerical results lead to the conclusion that the twisted beam problem (Finite Elem. Anal. Des. 1 (1985) 3) assumes the linearly twisted, curved-edge beam. (C) 2003 Elsevier B.V. All rights reserved.

Language:English
Keywords:three-dimensional beams, finite element method, standard test problem
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publisher:Elsevier
Year:2004
Number of pages:Str. 1445-1451
Numbering:Letn. 40, št.11
PID:20.500.12556/RUL-32160 This link opens in a new window
UDC:624.072:519.63
ISSN on article:0168-874X
DOI:10.1016/j.finel.2003.10.001 This link opens in a new window
COBISS.SI-ID:2322529 This link opens in a new window
Publication date in RUL:10.07.2015
Views:5094
Downloads:870
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ZUPAN, Dejan and SAJE, Miran, 2004, On “A proposed standard set of problems to test finite element accuracy” : the twisted beam. Finite elements in analysis and design [online]. 2004. Vol. 40, no. 11, p. 1445–1451. [Accessed 16 April 2025]. DOI 10.1016/j.finel.2003.10.001. Retrieved from: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=eng&id=32160
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Record is a part of a journal

Title:Finite elements in analysis and design
Shortened title:Finite elem. anal. des.
Publisher:Elsevier
ISSN:0168-874X
COBISS.SI-ID:579602 This link opens in a new window

Secondary language

Language:English
Keywords:prostorski nosilci, metoda končnih elementov, standardni test elementa

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